?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=ANALISIS+KARAKTERISTIK+BAHAN+PENGIKAT+CAMPURAN%0D%0APERKERASAN+JALAN+(ASPAL)+DARI+LIMBAH+PERKERASAN+JALAN&rft.creator=Fadhil+%2C+Zhurahman+A&rft.subject=600+Teknologi+(ilmu+terapan)&rft.subject=620+Ilmu+teknik+dan+ilmu+yang+berkaitan&rft.description=Kelangkaan+aspal+telah+meningkatkan+kebutuhan+akan+sumber+daya+alternatif+yang%0D%0Adapat+diandalkan.+Penelitian+ini+mengevaluasi+potensi+limbah+perkerasan+jalan%0D%0Asebagai+sumber+aspal+melalui+metode+ekstraksi+dan+evaporasi%2C+sehingga+didapatkan%0D%0Aresidu+berupa+aspal+bekas+pakai.+Karakteristik+aspal+bekas+yang+diuji+meliputi+Berat%0D%0AJenis%2C+Daktilitas%2C+Penetrasi%2C+Titik+Lembek%2C+Kehilangan+Berat%2C+RTFOT%2C+DSR%2C+dan%0D%0Aviskositas.+Hasil+pengujian+menunjukkan+bahwa+nilai+viskositas+aspal+bekas+suhu%0D%0Apemadatan+dan+suhu+pencampuran+adalah+145-159+%C2%B0C+dan+173+-+193+%C2%B0C+%2C+sedangkan%0D%0Auji+DSR+menunjukkan+nilai+modulus+geser+sebesar+117+kPa+-+5%2C82+kPa+pada+suhu%0D%0A58+%C2%B0C-82%C2%B0C.+Hasil+uji+RTFOT+menunjukkan+kehilangan+berat+rata-rata+sebesar%0D%0A2%2C845%25.+Berat+jenis+aspal+bekas+adalah+1%2C0692.+Nilai+penetrasi+menunjukkan%0D%0Apenurunan+sebesar+9%2C33+mm+dan+daktilitas+tidak+memenuhi+standar+dengan+nilai%0D%0A5%2C75+cm+.+Titik+lembek+aspal+bekas+adalah+75%C2%B0C+berada+di+atas+standar+48%C2%B0C-58%C2%B0C.%0D%0ADisarankan+penelitian+lebih+lanjut+untuk+memperbaiki+karakteristik+aspal+bekas%0D%0Apakai+agar+dapat+memenuhi+standar+yang+ditetapkan+dan+memberikan+kontribusi%0D%0Apositif+pada+pembangunan+infrastruktur+jalan+yang+berkualitas.%0D%0AKata+kunci+%3A+Aspal+Bekas+Pakai%2C+Ekstraksi%2C+Evaporasi%2C+Tes+Reologi.The+scarcity+of+asphalt+has+increased+the+demand+for+reliable+alternative+resources.%0D%0AThis+study+evaluates+the+potential+of+reclaimed+asphalt+pavement+(RAP)+as+a+source%0D%0Aof+asphalt+through+extraction+and+evaporation+methods%2C+resulting+in+reclaimed%0D%0Aasphalt+residue.+The+characteristics+of+the+reclaimed+asphalt+tested+include+Specific%0D%0AGravity%2C+Ductility%2C+Penetration%2C+Softening+Point%2C+Weight+Loss%2C+RTFOT%2C+DSR%2C+and%0D%0Aviscosity.+The+test+results+show+that+the+viscosity+of+the+reclaimed+asphalt+at%0D%0Acompaction+and+mixing+temperatures+is+145-159+%C2%B0C+and+173-193+%C2%B0C%2C+respectively%2C%0D%0Awhile+the+DSR+test+shows+a+shear+modulus+value+of+117+kPa+-+5.82+kPa+at%0D%0Atemperatures+of+58+%C2%B0C-82%C2%B0C.+The+RTFOT+test+results+indicate+an+average+weight%0D%0Aloss+of+2.845%25.+The+specific+gravity+of+the+reclaimed+asphalt+is+1.0692.+The%0D%0Apenetration+value+shows+a+decrease+of+9.33+mm%2C+and+the+ductility+does+not+meet+the%0D%0Astandard+with+a+value+of+5.75+cm.+The+softening+point+of+the+reclaimed+asphalt+is%0D%0A75%C2%B0C%2C+which+is+above+the+standard+range+of+48%C2%B0C-58%C2%B0C.+Further+research+is%0D%0Arecommended+to+improve+the+characteristics+of+reclaimed+asphalt+pavement+to+meet%0D%0Aestablished+standards+and+contribute+positively+to+the+construction+of+high-quality%0D%0Aroad+infrastructure.+Keywords%3A+Recycled+Asphalt+Binder+(RAB)%2C+Extraction%2C+Evaporation%2C+rheology+test.%0D%0A&rft.publisher=TEKNIK&rft.date=2024-07-30&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F88177%2F1%2FABSTRAK%2520AJA_opt%2520-%2520fadhil%2520fadhil.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F88177%2F2%2FFULL%2520TANPA%2520LAMPIRAN_opt%2520-%2520fadhil%2520fadhil.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F88177%2F3%2FFILE%2520TANPA%2520BAB%2520IV%2520TANPA%2520LAMPIRAN_opt%2520-%2520fadhil%2520fadhil.pdf&rft.identifier=++Fadhil+%2C+Zhurahman+A++(2024)+ANALISIS+KARAKTERISTIK+BAHAN+PENGIKAT+CAMPURAN+PERKERASAN+JALAN+(ASPAL)+DARI+LIMBAH+PERKERASAN+JALAN.++TEKNIK%2C+UNIVERSITAS+LAMPUNG+.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F88177%2F